EFTA02631147.pdf

From: Richard Kahn Sent: Tuesday, March 12, 2019 8:00 PM To: Jeffrey Epstein Subject: Steel building not =hat i am aware of.. problem is that if i do not push =veryone daily nothing gets done.. unfortunately =ately i have been busy with banks, brokerages and hedge =unds.. last =mails to glidden below.. Richard Kahn HBRK Associates Inc. 575 =exington Avenue 4th Floor New York, NY 10022 tel fax cel On Mar 12, 2019, at 3:57 PM,1 <[email protected]> wrote: Did we order the building steel =nbsp; Begin =orwarded message: From: Richard Kahn c= Subject: Fwd: 40x60 bldg. Date: March 7, 2019 at 4:15:25 PM EST To: michael glidden < EFTA_R1_01851381 EFTA02631147 Cc: Daphne Wallace , Stephanie Remington i =m not sure if you responded and i apologize if you did and i missed =t.. could you please update on status and next steps as =ee would like ordered asap thank you Richard Kahn HBRK =ssociates Inc. 575 Lexington Avenue 4th =loor New York NY 10022 tel fax cell Begin =orwarded message: From: Richard Kahn <[email protected]> Subject: Fwd: 40x60 bldg. Date: February 22, 2019 at 3:25:25 PM EST To: michael glidden Cc: Daphne Wallace Stephanie Remington can you please review and reply ASAP thanks Richard Kahn HBRK Associates Inc. 575 Lexington Avenue 4th Floor New York, =Y 10022 tel fax cell 2 EFTA_R1_01851382 EFTA02631148  Begin forwarded message: From: Brian Buck Subject: RE: 40x60 bldg. Date: February 21, 2019 at 1:30:57 PM EST To: michael glidden Cc: Daphne Wallace , Richard Kahn Stephanie Remington Michael, I =ant to put together a drawing for you but I need to clarify a couple of =hings first. • So the =uilding was not erected according to plans, it was modified somewhat in =he field? The building was a fully sheeted building. So the =rector opened up the left end wall to 8'2" and the back =ide wall to 10'6" but was sheeted 5'6" =ast the roof of the 14" slab. How deep is the retaining =all? • Are the (2) 12' x 14' =oors on the marked up dwg you sent back (front side wall and right end =all) to be included in these locations? Are we adding a third =ollup door in bay #3 of the front side wall where you currently have a =5' rough opening? Assuming the above is correct this is =hat I would propose. We previously had the left end wall as = flush girt condition. I would change it to a bypass girt so that =he girt would extend 10"(depth of girt) past the face of the =olumn. This way a) the panel would lap over the retaining wall(if it is =0" or less deep) for a good seal and b) would allow us to shift =he columns in 10". This will clear the existing anchor =olts which will be cut off and providing the pier is sufficient in =idth, would save a whole lot of time and labor on those (4) left end =all columns. I'd leave the back side wall =pen to 10'6", sheet above the roof and provide a wall =o roof flashing. I'm assuming the slab is all even =levation? I think if we change the bay spacings =lightly(less than a foot in most cases) we can avoid having to do a lot =f the demolition. What do you think? Regards, Brian Buck President Direct Toll Free 3 EFTA_R1_01851383 EFTA02631149 Web www.bucksteel.com <http://www.bucksteel.com/> Follow us on social media! 6855 Lyons Technology Circle I =uite 18 I Coconut Creek FL 33073 1107 Battlewood Street I Suite 221 Franklin TN 37069 Legal Disclaimer: =his communication and any attachments contain information which is =onfidential and may also be privileged. It is for the exclusive use of =he intended recipient(s). If you are not the intended recipient(s) =lease note that any form of disclosure, distribution, copying or use of =his communication or the information in it or in any attachments is =trictly prohibited and may be unlawful. Where the content of this email =s personal or otherwise unconnected with the firm's or its clients' =usiness, Buck Steel accepts no responsibility or liability for such =ontent. E-mail communications cannot be guaranteed to be secure or =rror free, as information could be intercepted, corrupted, amended, =ost, destroyed, arrive late or incomplete, or contain viruses. We do =ot accept liability for any such matters or their =onsequences. From: michael =lidden Sent: Wednesday, February 20, 2019 4:56 PM To: Brian Buck Cc: Daphne Wallace ; Richard Kahn Stephanie Remington < Su ject: Fw : 40x60 g. Good =fternoon Brian. I thought that this might help =nderstanding how the building was installed. The only openings are as =arked up. I will gather the information =omorrow that we discussed . Begin forwarded message: From: michael glidden Subject: 40x60 bldg. Date: February 20, 2019 at =:47:48 PM AST To: [email protected] Sent from my =Phone =/div> 4 EFTA_R1_01851384 EFTA02631150 5 EFTA_R1_01851385 EFTA02631151